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Hanover Environmental Services, Inc. <br />1072 Marauder St., Suite 220 Well Log <br />Chico CA 95973 <br />Project Number: BEN -103-2131 <br />Well Number: SB -5 <br />Project Name: Bender Rosenthal, Inc. <br />Location: Escalon, CA <br />Drilling Contractor: Fisch Environmental <br />Logged By: Mason McKellips <br />Drilling Method: Geoprobe <br />Date Started: 12-03-09 <br />Total Depth: 21 ft. <br />Depth to Water: NA <br />Borehole Dia. (in): 2 <br />Completed: 12-03-09 <br />Surface Elev.: <br />TOC Elev.: <br />Blank Casing: NA Type: NA <br />Surface Seal Type: Neat Cement <br />Dia. (in): NA Interval (ft bgs): NA <br />Interval (ft bgs) From: 21.0 To: surface <br />Screen: NA Type:NA Slot: NA <br />Filter Pack Type: NA <br />Dia. (in): NA Interval (ft bgs): NA <br />Interval (ft bgs) From: NA <br />Remarks: <br />i <br />CL <br />I'— <br />7 <br />J <br />g <br />m <br />m <br />iC <br />r <br />m <br />o. <br />d <br />CLE <br />O <br />V <br />a <br />V <br />W <br />Material Description <br />J <br />`m <br />G <br />8 <br />Well Const. <br />d <br />m <br />/E6 <br />O <br />2 <br />N <br />W <br />D <br />G <br />y <br />rn <br />m <br />O <br />7 <br />d <br />t <br />2 <br />3 <br />4 <br />1 <br />ML <br />Sandy silt - Light brown (7.5YR 6/4), loose, dry. About 30% fine sand, about <br />0.5 <br />70% fines with no plasticity. <br />5 <br />5 <br />7 <br />5 <br />2 <br />SW/ <br />Well graded sand with silt - Light brown (7.5YR 6/4), loose, dry. About 80% <br />0.3 <br />9 <br />SM <br />coarse to fine sand, about 20% fines with no plasticity. <br />70 <br />11 <br />12 <br />3 <br />ML <br />Sandy silt - Light brown (7.5YR 6/4), very stiff, dry. About 30% fine sand, about <br />0.5 <br />73 <br />70% fines with no plasticity. <br />14 <br />15 <br />ML <br />Sift - Light brown (7.5YR 6/4), stiff, dry. About 10% very fine sand, about 90% <br />0.3 <br />16 <br />4 <br />fines with no plasticity. <br />17 <br />18 <br />19 <br />SP/ <br />Poorly graded sand with silt -Light brown (7.5YR 6/4), loose, dry. About 90% <br />0.7 <br />20 <br />SM <br />medium to fine sand, about 10% fines with no plasticity. <br />21 <br />5 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />26 <br />29 <br />30 <br />Page 1 of 1 <br />